HomeMy WebLinkAboutEngineered Plan - 2015r
TOP OF FOUNDATION
ELEV. =- 100.00 10 FT.. MI
(ASSUMED) ,-
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
10 FT. MINIMUM FROM SLAB
8OO
VERSTE
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
32"
4" CAST IRON PIPE
TEXTURE
A --�
0-9"
(OR EQUAL) MINIMUM
LOAMY SAND
10YR6/1 NO, ROOTS
9-21"
PITCH 1/4- PER FT.
LOAMY SAND.
FLOW TEE
21-132"
IC
MEDIUM/FINE SAND
LEVELER$
FLOW LINE
GARBAGE DISPOSAL UNIT
SOIL ABSORPTIONI LO
ELEv.
-10"
MIN.2'0" -�
TOTAL ESTIMATED FLOW,.
( 110 GAL./011./bAY X 3 BR.) �i�: GAL /DAY
,,
SYSTEM rC"AQ1
`r') �
ELEV.
_ _96.3 LEVEL
REQUIRED SEPTIC TANK CAPACITY Q_ GAL.
ACTUAL SIZE O� SEPTIC' TANK _150 GAL,
ELEV. _ .8>'3
GAS ELEV. _ gS 6" S MP _ .x•00
_
BAFFLE
_
.}ELEV.
DIS 1 113U TION
IN.
.MIN. IN.
DESIGN PERCOLATION RATE MIN./
PROBABLE WATER TABLE ELEV. =
ELEV. _
IQP D
LF?
OBSERVED WATER TABLE ( / / ) ELEV. =
pp//��
BOX X -gF�._-J
4 H
14 INC ES
(TO BE .PLACED ON FIRM BASE)
TO BE WATER TESTED
5 FEET
19 INCHES
G 1
1500 OA4LON
IF MORE THAN ONE OUTLET
7 FEET
24 INCHES
7�N
(TO BE PLACED ON FIRM BASE)
8 FEET
34INCHES
NOTES:
3/4" TO 1 1/2" CLEAN
1. ALL WORKMANSHIP AND SHALL CONFORM TO D.E.P..
:
DOUBLE WASHED STONE
•MATERIALS
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
FREE OF FINES & SILT
S� qGE DI$PQSAL
SYSTEM PROFILE
WITHIN 6" OF FINISHED GRADE.
NOT 0
SCALE
LEGEND:
EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 0 0
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -O-
TOM WATER .=W= - W`
CATCH BASIN \®J
GAS LINE
CLEAN OUT C
CESSPOOL C.P.0
I
Cl.-EAN SAN4. ,
INSPECTION PORT
LOAM AND SEED
2"
LAYER, Of
1/8" T0l:1/2
4yASHED 'STONE
9.6 MAX. OR
FIL R .ABRIC VENT
9 .23 IN. NOT REQUIRED
z
T.-olKeLEV.
DEPTH
HORIZ
TEXTURE
COLOR ' MOTT. OTHER
0-9"
Ap :
LOAMY SAND
10YR6/1 NO, ROOTS
9-21"
B
LOAMY SAND.
10YR6/6 ROOTS
21-132"
IC
MEDIUM/FINE SAND
2.5YB/2
NO WATER ENCOUNTERED AT 132" ELEV. 88.0
VEST YOMOUTN19
6Gc�
WINSLOW GRAY ;u
-,,
L ;7i z 0
n
SWAN LAKE
DATE AGENT
T 61, #31 FINCH LANE
203 SETUCKET ROAD
508 P. 0. BOX 713
f$5--6900 SOUTH OENNIS, MASS 10266(
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WITH.
4 HIGH CAP STONEl
� i DESIGN CALGUIONS
INIATNATORS
z
z
7'17
NUMBER OF BEDROOMS.,
�
11' X 36' X 10` TRENCH FORMATION
GARBAGE DISPOSAL UNIT
SOIL ABSORPTIONI LO
WELL N/A
ZONE
TOTAL ESTIMATED FLOW,.
( 110 GAL./011./bAY X 3 BR.) �i�: GAL /DAY
,,
SYSTEM rC"AQ1
`r') �
INDEX
REQUIRED SEPTIC TANK CAPACITY Q_ GAL.
ACTUAL SIZE O� SEPTIC' TANK _150 GAL,
`$
ADJUST_ _
SAIL 'CLASSIFICATION
IN.
.MIN. IN.
DESIGN PERCOLATION RATE MIN./
PROBABLE WATER TABLE ELEV. =
EFFLUENT' LOADING RATE Q,4- GAL./DAY/S.F,
OBSERVED WATER TABLE ( / / ) ELEV. =
LEACHING AREA 474._ SO, FT.
BOTTOM OF TEST HOLE ELEV: _
(11X30)+(47X2X10/12)
-
LEACHING CAPACITY (AREA X RATE) .351.00 GAL./DAY474.
X .74
4
RESERVE LEACHING CAPACITY NONE GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND SHALL CONFORM TO D.E.P..
:
•MATERIALS
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO .
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS .OF THE SANITARY SYSTEM SHALL BE CAPABLE OF:
WITHSTANDING H -1O LOADING UNLESS THEY ARE UNDER OR WITHIN
j
10 FT. OF DRIVES OR :PARKING AREAS. H-20 LOADING SHALL I3L
USED UNDER OR WITHIN 10 PT.. OF DRIVES :OR PARKING AREAS.
j
4. ANY `UNITS USED TO BRING COVERS TO GRADE SHALL
,MASONARY
BE MORTARED IN 'PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS 7O
OBTAIN SUCH DETERMINATION FROM. APPROPRIATE AUTHORITY.
a
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-886-344-.7233 AT LEAST ,72 HOURS
PRIOR TO COMMENCING WORK ON SITE,
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
r
SITE PRIOR TO COMMENCING WORK ON S1 TE: ANY VARIATION
µ i
.CONDITIONS
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD'ZONE .'
9. LOT IS SHOWN _ ON ASSESSORS MAP 49 . A$ PARCEL 160
10. EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED ALONG WITH
ANY POLLUTED SOILS ENCOUNTERED.
11. VARIANCES TO TITLE -5 AND YARMOUTH REGULATIONS: `
1
A. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM CELLAR (VAR. OF 5.4').
.�U iku _
B. NO RESERVE AREA.
rfJBIt,
for RFPAlkl OF S Ip1C SYSII?M
L,
c 4 1 d
I 'to State and l:ucal se tic variances.
is re-4.'ircd for
f
31'
approval
Ilea review and approG•
o eg
a�;ditions/rennvaiignslatterations to
4
realid
ties.and/or structures/dwelling.
irmouth l� al`1l Otpartment
I APPRS EID
APPRC?VPED: BOARD OF HEALTH
Date
N
I
I
VEST YOMOUTN19
6Gc�
WINSLOW GRAY ;u
-,,
L ;7i z 0
n
SWAN LAKE
DATE AGENT
T 61, #31 FINCH LANE
203 SETUCKET ROAD
508 P. 0. BOX 713
f$5--6900 SOUTH OENNIS, MASS 10266(
- C+:_1Jo_lr, ray✓.l Jia vv �uw-w--, �......�.��.. ...